HomeMy WebLinkAboutProduct Approval R W R W Building Consultants, Inc.
B Consulting and-Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers,Certificaie of Authorization No.9913
l�1 2
Pi-odue'i / Report.'
Product Sub Category Manufacturer PralaL �7/
Category
Therma Tru Corporation Fiber-Classic and Smooth-StarExterior Swinging
Exterior Door 118 Industrial Drive Composite Edge Glazed Fiberglass Double Door
Doors Assemblies Edgerton,erton OH 43517 w/or w/out Sidelites
'Phone 419.298.1740 Inswing/Outswing'Impact"
Scope: This is a Product Evaluation reportissued by.R W Building Consultants,Inc.and Lyndon F.Schmidt;P.E.:for Therma Tru
Corporation based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.-do not have norwill acquire financial interest in the company
manufacturing or.d'istr buting the product oriri:any other entity involved in the approval process of the product named
herein.
Mmifdtloris:
1. This product.has been evaluated and is in comp.liance with the 6th Edition(2017). Florida Building Code(FBC)structural requirements
excluding the"High Velocity.Hurricane Zone"(HVHZ).
2.,Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be'beyond wall dressing
or stucco,
3>When used in areas-requiring;wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does
not require an,Impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.2.2.&R301:2:1.2.1.
4..For 2x_stud framing construction,anchoring of these units.shall be the same as that shown for 2x buck masonry construction.
5.`Site conditions that deviate from the details of drawing FL-20468:9 require further engineering analysis by a licensed engineer or
registered architect.
6: Fiber-Classic:&Smooth-Star Door and Sidefite panels require the use of"J"part numbers and must.be stained or painted within six
months of installation,
T:See drawing FL-20468.9 for'size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 06-0718-1 ASTM.E330-02, E1886-02,E1996-02 Testing Evaluation Lab.,lnc. V.K.'Wrighf
TEL 01460274 ASTM E1886-05,E1996-05 Testing Evaluation Lab.,lnc. V.K.Wright
ASTM E330-02,E3.31-00
TEL 01460130 ASTM E1886-02,E1996-02 Testing Evaluation Lab.,lnc. V.K.Wright
ASTM E330-02, E331-00
TEL614616112 ASTM E1886-05,E1996-09 Testing Evaluation Lab.,lnc. V.K.VMLE
ASTM'E330-02,E331-00 COPY
2. Miami Dade NOA Materials Testing
16=1117.0'I Butacite®PVB.Intedayer(Kuraray)
17-0712.05 Safiex®PVB Inted6yer(Eastman Chemical Company)
pptDDAlp
3. Drawing No._ Prepared by ,�a`ttttsC� �/eb000 o Signed&.Sealed,by
No..FL-20468.9 RW Building-Consultants, Inc.(CA#9813) p� �;.. • .; �T.oo Lyndon.F.Schmidt,P.E.
4. Calculations Prepared by `tee v. �GE S • •. �i;�Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) No 43409 % Syndon F.Schmidt,.P.E.
S. Quality Assurance _
Certificate of Participation issued by National Accreditation and .O
a
Management l'nstitute,certifying that Thernia Tru Corporation is15 STATE OF
manufacturing products within a quality assurance program that complies ' .,� @�.�'Z.eQ� Lyndon F..Sclim- P.E.
With ISO/IEG 17020 and Guide 53. �i� O R t �'(?��� FL PE No -43409
12*114/2G1
Sheet 1of1 ����iS/.ONA E �``�
1,1111111f//�/
® 74.75 MAX.O A FRAME WIDTH
THERMANTRU
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Fiber-Classic. & Smooth-Star. Z =a
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a "IMPACT"' J
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o GENERAL NOTES o 0
1. This product has been evaluated and Is In compliance with the 61h Edition(2017( 149.75 MAX O.A.FRAME WIDTH o o
g Florida Building Code(FBC)structural requirements excluding the"High Velocity 37.5 MAX. a' > ¢0
Hurricane Zone"(HVHZ(. FRAME WIDTH 74.7.7 MAX.FRAME WIDTH
is
o N
2 Product anchors shall be as fated and spaced as shown on details.Anchor a
embedment to base material shall be beyond wan dressing or stucco.
/,/ /%/
3. When used in areas requiring wind borne debris protection this product complies with ,,j r /,/i �/ a a
d FBC Sections 1609.1.2 rf,R301.212 and does not require an Impact resistant covering.
Z Z i i
E This product meets missile level V and Includes Wind Zone 4 as defined in ASTM i do 5 m
E1996 and FBC Sections 1609.10-2&R301.21.2.1. O=
4. For 2x stud framing construction,anchoring of these un is shall be the same as that a O X e X O
shown for 2x buck masonry construction. m w `�= i Z
k m IL
5. Site conditions that deviate from the details of this drawing requ'ae further 0r^
3 engineering analysis by a licensed engineer or registered architect. / i� / �, w
d:S —
6. Fiber-Classic&Smooth-Star Door&Sidefle panels require the use of"J'pad numbers i 1 r r a f w
and must be stained or painted within six months of installation. IL
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in
2 TABLE OF CONTENTS 68
$ d
E. SHEERI DESCRIPIION
tl 1 Typical Elevations,Design Pressures 6 General Notes
2 Door Panel Details n <
e 3 Sldellte Panel Details a
4 Elevations ^ '
5 Horizontal 6 Vertical Cross Sections 2X Buck) n a o 0
Q 6 Horizontal 6 Vertical Cross sections(1X Buck) DESIGN PRESSURE(PST) DESIGN PRESSURE(PST) Z a
7 H nal6V alQussSections D to Masonry( CONRGURA170N INSWING OUTSWING aaT-08102116 i
B Vertical Cross Sections(Thresholdsl POSiTIVE7 NEGATIVE POSITIVE NEGATIVE smt, N.T.S. °
9 Buck Anchoring M.Brill JK m'
to Frame Anchoring XX,oxxo +47.0 1 -50.0 +50.0 1 50.0
2 11 Hardware Details '�` LFS 3
r 12 Glaring Details See Sheet 4 for Hardware S ecifications FL on�
13 Components F FL-20468.9 0
14 Ell of Materials wim i of 14 a
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REVISIONS--- FBPE C.A. No. 9813
0 2016 R.W.BUILDING CONBULTANTB INC.
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E EMB.(TYP.) 1.Slderde assembly screws located 6"from each end and 5 more screws O:' Q(,'��
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n $ Shown w/2X Buck FL-20468.9
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mN y N 2 10 05 17 RECESSED PANEL NOTATION K PART OR ASSEMBLY: GD BUILDING CONSULT'ANTS,'II��I 0
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I3` m NO DAT BY HORIZONTAL k VERTI L phone No.: 813.0.79.9197
REVISION CROSS SECTIONS (1X BUCK) FBPE CA No. 9873
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C 7 Outswing only w/4-9116 Jamb 7 Shown Direct to MasonlY 7 Shown Direct to Mason g
$ Double Door Onty(N/Aw/Sidelites) Outswingontyw/6-9/16 jamb Outswingontyw/6-9/16Yjamb
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1.Siderde assembly screws located 6'from each end plus 5 more cs Ww
equally spaced between(7 screws total per side jamb).
2.Sideliite assembly screws located 3'from each end 8 at centerline �z
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1 HORQONTAL CROSS SECTION e HORIZONTAL CROSS SECTION 2'HORIZONTAL CROSS SECTION o•e* X 6
7 Shown Direct to Masonry 7 Shown Direct to Masonry
7 Shown Direct to Masonry Oulswin on w Outswin o °HK W.
3
Ouhwing only w/4-9/16'jamb g ly /6-9116 jamb g r ty w/6 9l16'jamb DRAWM NO--
Double Door Only(N/A w/S'ideliites) FL-20468.9
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1.Sill Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/T pth screws at each end. `�A, 4y'�
Sill Item#is 16&33 are attached to lambs w/(2)#8 X 2-1/T pth screws at each end.
Sill Item#151s attached to jambs utilizing(2)#10 X T pph screws at each end. =
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2.Sidefde assembly screws located T from each end&at centerline(3 screws along sal). = * $.
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,oI ` y N 2 it 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: Gf� BUILDING CONSULTANTS, IIVLJ.11t\tv�;``
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REVIS ONS FBPE CA No. 9813
FW 2016 R.W.B..LCINa C-13ULTANTe INC.
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°S TNERMA—TRU Lyndon F. Schmidt ��i ••.ALOFEDr;.�'(� `
m FIBERGLASS DOOR P.E. No. 43409
No Z O J 10 08 18 REV. DOOR PANEL OPTION NOTE MT 7I7j�NAL1t`3\�
` y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: CD BUILDING CONSULTANTS,
1 7 17 17 UPDATE TO 6th ED 2017 FBC JK GLAZING DETAILS tJ�,�P.O. Box 230,Valrico, FL 33595
I4` to a NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
2016 R.W.BUILD—COH9OLT4NTB INC.
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BILL OF MATERIALS BILL Of MATERIALS %N� -
ITEM If DESCRIPTION MATERIAL DEM R DESCRIPTION MATERIAL z`' m
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A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7'PFH WOOD SCREW STEEL =v' 9:<—."
N':
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8'PFH WOOD SCREW STEEL %5•:. °'
C 1 M'MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL ''•.. •' .�� °+m n
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL ��'��q -• ��.�`�� A,>m
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 4"X 4"HINGE STEEL Z
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301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 32 INSWING THRESHOLD ALUM/COMP \` g 8 R..
F #10 X 2"PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP V E., =m;0
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP g 9 4 o a
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP 4 ; \a
s J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP E o=
L #10 X 2-1/7'PFH WOOD SCREW 0.1 S'MIN.EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMPa
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP
a N 3/16"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK)
1 JAMB( JOINT PINE J WOOD 41 DOOR PANEL(HYBRID) - o
6 WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(U1) - o
o W
7 WEATHERSTRIP(LONG REACH) FOAM 50 SIDELITE - m
s 8 SWEEP VINYL 75 SIDELITE SPACER(INSWING) PVC �w o
9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC �I CD
s 11 #10 X 1,3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL � �a
E 15 PUBLIC ACCESS THRESHOLD ALUM 79 1 MULTIPOINT LOCK STRIKE PLATE @ SILL I STEEL a
16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL "m
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17 OUTSWING THRESHOLD ALUM/COMP
18 OUTSWING THRESHOLD ALUM/COMP = a!
ip 20 COASTAL ALUMINUM ASTRAGAL ALUM o F
K 23 #10 x 3/4"PFH WOOD SCREW STEEL
24 #10 x 1"PFH WOOD SCREW STEEL CONCRETEANCHOR NOTES: z a a
3 1.Concrete anchor locaffons at the comers maybe adjusted to maintain the min. ,�m N
Sedge distance to mortar joints. a dd ,
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a W
maintain the min.edge distance to mortarjoints,additional concrete anchors o w
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. f
3.Concrete anchor table: Zi w a o
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a ANCHOR ANCNOk MIN. MIN CLEARANCE M►N CIfAkANC m'' m
TO MASONRY TO ADJACENT::: w z
.......................... SRE k1N13.. . NT n n <
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ITW
TAPCONa 1/4" 1-1/4" 7
h N^Z a
ELCO 1/4" 1-1/4" 1' 4" DATE 02 16 i
ULTRA ONO sriuc: N.T.S.
ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" J
TAPCON t I I I 0WM tin JK m
WOOD SCREW INSTALLATION NOTES: ONx.BY. LFS 3
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of ORWNO No: m
wood screws to prevent the splitting of wood. FL-20468.9 ^
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aww 14 Or 14
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